Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri

Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri

This research investigates the performance of male-female interlocking panel joint connection for precast panel applications. The research involved experimental laboratory work testing of twenty four (24) set of male-female interlocking panel (M-FiP) with and without bar as connector mechanism and u...

Full description

Bibliographic Details
Main Author: Sobri, Mohd Suhelmiey
Format: Book Section
Language:English
Published: Institute of Graduate Studies, UiTM 2017
Subjects:
Malaysia
Online Access:http://ir.uitm.edu.my/id/eprint/19775/
http://ir.uitm.edu.my/id/eprint/19775/1/ABS_MOHD%20SUHELMIEY%20SOBRI%20TDRA%20VOL%2011%20IGS%2017.pdf
id uitm-19775
recordtype eprints
spelling uitm-197752018-06-07T07:42:55Z http://ir.uitm.edu.my/id/eprint/19775/ Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri Sobri, Mohd Suhelmiey Malaysia This research investigates the performance of male-female interlocking panel joint connection for precast panel applications. The research involved experimental laboratory work testing of twenty four (24) set of male-female interlocking panel (M-FiP) with and without bar as connector mechanism and used cement grout as wet joint binder. The dimensions size of the panel are 900 mm x 500 mm x 75 mm, was prepared using Grade 30 of concrete strength by used Crushed Concrete waste Aggregate (CCwA) size 10 mm and 20 mm as a major component material in concrete mix production. The concrete mix has been designed with water cement ratio of 0.50 and reinforced with B7 rectangular steel fabric type. Due to use recycled aggregate material in production new concrete mix, the fresh and hardened test was conducted to confirm the properties as satisfy according to the standard. The aspect (H/L) and slenderness ratio (H/t) of the panel are 0.55 and 6.67 respectively. In order to investigate the male and female performance the two pilot tests has been conducted in studied the bonding strength and ductility behavior of this joint connection… Institute of Graduate Studies, UiTM 2017 Book Section PeerReviewed text en http://ir.uitm.edu.my/id/eprint/19775/1/ABS_MOHD%20SUHELMIEY%20SOBRI%20TDRA%20VOL%2011%20IGS%2017.pdf Sobri, Mohd Suhelmiey (2017) Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri. In: The Doctoral Research Abstracts. IGS Biannual Publication, 11 (11). Institute of Graduate Studies, UiTM, Shah Alam.
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
topic Malaysia
spellingShingle Malaysia
Sobri, Mohd Suhelmiey
Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri
description This research investigates the performance of male-female interlocking panel joint connection for precast panel applications. The research involved experimental laboratory work testing of twenty four (24) set of male-female interlocking panel (M-FiP) with and without bar as connector mechanism and used cement grout as wet joint binder. The dimensions size of the panel are 900 mm x 500 mm x 75 mm, was prepared using Grade 30 of concrete strength by used Crushed Concrete waste Aggregate (CCwA) size 10 mm and 20 mm as a major component material in concrete mix production. The concrete mix has been designed with water cement ratio of 0.50 and reinforced with B7 rectangular steel fabric type. Due to use recycled aggregate material in production new concrete mix, the fresh and hardened test was conducted to confirm the properties as satisfy according to the standard. The aspect (H/L) and slenderness ratio (H/t) of the panel are 0.55 and 6.67 respectively. In order to investigate the male and female performance the two pilot tests has been conducted in studied the bonding strength and ductility behavior of this joint connection…
format Book Section
author Sobri, Mohd Suhelmiey
author_facet Sobri, Mohd Suhelmiey
author_sort Sobri, Mohd Suhelmiey
title Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri
title_short Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri
title_full Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri
title_fullStr Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri
title_full_unstemmed Structural performance of male-female interlocking panel (M-FiP) connection using Crushed Concrete Waste Aggregate (CCwA) / Mohd Suhelmiey Sobri
title_sort structural performance of male-female interlocking panel (m-fip) connection using crushed concrete waste aggregate (ccwa) / mohd suhelmiey sobri
publisher Institute of Graduate Studies, UiTM
publishDate 2017
url http://ir.uitm.edu.my/id/eprint/19775/
http://ir.uitm.edu.my/id/eprint/19775/1/ABS_MOHD%20SUHELMIEY%20SOBRI%20TDRA%20VOL%2011%20IGS%2017.pdf
first_indexed 2023-09-18T23:03:16Z
last_indexed 2023-09-18T23:03:16Z
_version_ 1777418314829529088

Similar Items